Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date8 Dec 2018
Closing Date21 Dec 2018
Tender Amount₹ 1,61,02,615
Costs
EMD
₹ 1,89,420Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_51372_1Bid Award Id
ViewTender No
MMSY Online N.C.B. No-141Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Earth work in excavation of foundation in hard soil with dewatering with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge.
1135.84
190605
167.81
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.
1173.77
33382
28.44
Providing granular sub-base using moorum CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance & royalty including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.
2700.58
1428255
528.87
Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screened dust as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance & royalty of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
W.B.M Grade-II
975.37
2408295
2469.11
W.B.M Grade-III
817.59
2074528
2537.37
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
10901.25
268388
24.62
Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
10901.25
97566
8.95
Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70) of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
10901.25
1768073
162.19
Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge.
10901.25
687323
63.05
Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
11803.4
193693
16.41
ROAD APPURTENANCES
-
-
-
Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 -1980, fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
i) Kilometer Stone (precast)
3
5305
1768.39
ii) 200 Mtr. Stone (Precast)
14
7089
506.37
ii) Guard Posts
68
42128
619.54
Supplying, fitting, fixing of road sign board as per approve drawing including cost, conveyance, royalty of all materials, labours, T&P etc. providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P(aluminium composite panel) used for sign boards with a thermoplastic core of low density polythelyne (LDPE) between two thick sheets of aluminium with all over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides as per requirement in table 6.1 of IRC+67/2010 and as per technical specification of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm, 60cm below ground level as per approved drawing including excavation, curing etc complete under the supervision of Engineer-in-charge.
-
-
-
600 mm equilateral triangle
10
16674
1667.41
600 mm circular
10
17431
1743.1
Providing fitting and fixing of MMSY Logo Board
2
17996
8998
Providing fitting and fixing of Citizens information board
2
17613
8806.61
Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Clause 305 & 1101.8 of MORD Technical Specifications and as per the direction of the Engineer in charge.
122
45163
370.19
Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level / bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge
-
-
-
Foundation
32.6
146604
4497.08
Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.
378.68
2100443
5546.75
Providing, laying and fixing RCC pipes of NP3 (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royalty of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.
-
-
-
600mm dia S/R
30
68152
2271.75
1000mm dia S/R
15
77572
5171.49
Providing and laying rough stone dry packing in apron, revetment and slope pitching with hard granite stone 30cm & above size complete as per drawing and technical specification Clause 1300 of MoRD and as per direction of Engineer-in-charge.
52.25
87726
1678.97
Providing and laying filter media with stone aggregates of 45mm size metals complete as per drawing and MoRD technical specifications including cost, conveyance, royalty, Cess, T & P articles required for the work and as per direction of Engineer-in-charge.
35.25
73799
2093.59
Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
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-
-
Foundation
167.16
719363
4303.44
Sub-Structure
496.25
2188809
4410.7
Providing RCC work of M-25 grade of controlled quality having cube strength of 250kg./cm2 mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
foundation
53.1
286418
5393.94
Substructure
31.14
210597
6762.91
Super-Structure
53.1
391588
7374.55
Providing RCC work of M-25 grade of controlled quality having cube strength of 250kg./cm2 mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
R.C.C. Railling
35.4
60514
1709.45
Providing RCC M30 grade in wearing course using 12 mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty and taxes of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
7.97
43122
5410.66
Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
135.68
894492
6592.66
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge.
167
17276
103.45
Bill of Quantity (Part-II for Maintenance)
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-
-
Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original allignment, level and slopes as per drawings and Technical specification Clause 1902 and as per direction of Engineer in charge
-
-
-
1st Year
306
81215
265.41
2nd Year
540.54
143464
265.41
3rd Year
870.36
231002
265.41
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 as per direction of Engineer in charge
-
-
-
1 st year
1020
34690
34.01
2 nd year
1122
38159
34.01
3 rd year
1224
41628
34.01
Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clause 1903.as per direction of Engineer in charge
-
-
-
1 st year
183.6
2414
13.15
2 nd year
220.32
2897
13.15
3 rd year
403.92
5311
13.15
Maintence of bituminous surface Road
-
-
-
Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clauses 1904 & 500 and as per direction of Engineer in charge
-
-
-
1 st year
34.68
8714
251.27
2nd year
69.36
17428
251.27
3 rd year
312.12
78426
251.27
Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915 and as per direction of Engineer in charge
-
-
-
1 st year
34
3824
112.48
2 nd year
34
3824
112.48
3 rd year
34
3824
112.48
Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per technical specification clause 1915 and as per direction of Engineer in charge.
-
-
-
1 st year
136
924
6.8
2 nd year
136
924
6.8
3 rd year
136
924
6.8
Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1915 and as per direction of Engineer in charge
-
-
-
1 st year
1173
2650
2.26
2 nd year
1407.6
3181
2.26
3 rd year
1642.2
3711
2.26
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